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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 1: NB 1-5 Off/On-Ramps & Louise Avenue PIM Peak Hour <br /> -11 --1. 4--- t t <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations tt ttt r rr <br /> Traffic Volume(veh/h) 510 2370 0 0 1610 960 1180 0 530 0 0 0 <br /> Future Volume(veh/h) 510 2370 0 0 1610 960 1180 0 530 0 0 0 <br /> Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 <br /> Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 <br /> Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Work Zone On Approach No No No <br /> Adj Sat Flow,vehlh/In 1781 1781 0 0 1781 1781 1781 0 1781 <br /> Adj Flow Rate,veh/h 537 2495 0 0 1695 563 1242 0 526 <br /> Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br /> Percent Heavy Veh, % 8 8 0 0 8 8 8 0 8 <br /> Cap,veh/h 481 2110 0 0 1508 460 1042 0 841 <br /> Arrive On Green 0.38 0.83 0.00 0.00 0.31 0.31 0.32 0.00 0.32 <br /> Sat Flow,vehlh 1697 3474 0 0 5024 1485 3291 0 2657 <br /> Grp Volume(v),veh/h 537 2495 0 0 1695 563 1242 0 526 <br /> Grp Sat Flow(s),vehlh/In 1697 1692 0 0 1621 1485 1646 0 1329 <br /> Q Serve(g_s),s 42.5 93.5 0.0 0.0 46.5 46.5 47.5 0.0 25.3 <br /> Cycle Q Clear(g_c),s 42.5 93.5 0.0 0.0 46.5 46.5 47.5 0.0 25.3 <br /> Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 <br /> Lane Grp Cap(c),veh/h 481 2110 0 0 1508 460 1042 0 841 <br /> V/C Ratio(X) 1.12 1.18 0.00 0.00 1.12 1.22 1.19 0.00 0.63 <br /> Avail Cap(c_a),veh/h 481 2110 0 0 1508 460 1042 0 841 <br /> HCM Platoon Ratio 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Upstream Filter(I) 0.44 0.44 0.00 0.00 1.00 1.00 1.00 0.00 1.00 <br /> Uniform Delay(d),slveh 46.7 12.8 0.0 0.0 51.8 51.7 51.2 0.0 43.7 <br /> Incr Delay(d2),s/veh 65.4 84.5 0.0 0.0 65.2 118.4 95.9 0.0 1.5 <br /> Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> %ile BackOfQ(50%),veh/In 25.3 41.4 0.0 0.0 27.6 32.1 33.2 0.0 8.5 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 112.1 97.3 0.0 0.0 116.9 170.1 147.1 0.0 45.1 <br /> LnGrp LOS F F A A F F F A D <br /> Approach Vol,veh/h 3032 2258 1768 <br /> Approach Delay,s/veh 100.0 130.2 116.8 <br /> Approach LOS F F F <br /> Timer-Assigned Phs 2 4 7 8 <br /> Phs Duration(G+Y+Rc),s 52.0 98.0 47.0 51.0 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 47.5 93.5 42.5 46.5 <br /> Max Q Clear Time(g_c+11),s 49.5 95.5 44.5 48.5 <br /> Green Ext Time(p-c),s 0.0 0.0 0.0 0.0 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 113.8 <br /> HCM 6th LOS F <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 2 <br />